EJERCICIO 1SOLUCION41.-F. HIDROSTATICAFH =1058tn242.- PESO PROPIOW1 =364.8tn466W2 =460.8tnW3 =633.6tn383.-SUB PRESION =576tn

4.- IMP. OLAL. EMBALSE3.2kmVEL. VIENTO15m/s

Hs =0.594FI =0.706

P.E CONCRETO2.48412P.E AGUA15.- SISMOFSV1 =1.824FSV2 =2.304FSV3 =3.168FSH1 =36.48FSH2 =46.08FSH3 =63.366.-EFECTO HIDRODINAMICO DEL AGUA =10.01Cm =0.666I =2H =4443h =0.1YY/HCEPEF =(PE1+PE2)I/2M00.0000.0000.000--20.0450.1290.5670.56724.362140.0910.1960.8641.43158.659360.1360.2521.1101.97477.004580.1820.3011.3262.43690.1437100.2270.3451.5192.84599.5899120.2730.3851.6953.214106.07011140.3180.4221.8553.550110.03713160.3640.4552.0013.856111.81415180.4090.4852.1344.135111.65017200.4550.5132.2564.390109.75719220.5000.5382.3664.622106.31321240.5450.5602.4664.832101.48123260.5910.5812.5555.02195.40825280.6360.5992.6355.19088.23327300.6820.6152.7045.33980.08529320.7270.6282.7645.46871.09031340.7730.6402.8155.57961.36733360.8180.6492.8565.67051.03435380.8640.6562.8885.74440.20537400.9090.6612.9105.79828.99139420.9550.6652.9245.83517.50441441.0000.6662.9295.8535.8534393.3502130.649F =93.552M =1695.2727.-FACTOR DE SEGURIDAD AL VOLTEOMOMENTO ACTUANTE VOLTEOMFH =15517.333M =9216MF =31.050MSISMO =2430.720MFHID =2130.649MACTUANTE =29325.752MOMENTO FUERZAS OPUESTAS VOLTEOMW1 =21651.84FSV =0.7383217339

EJERCICIO 2SOLUCION41.-F. HIDROSTATICAFH =924.5tn262.- PESO PROPIOW1 =84tn4325W2 =432tnW3 =982.8tn

3.-SUB PRESION =675tn

4.- IMP. OLAL. EMBALSE3.2km14VEL. VIENTO15m/s

Hs =0.594FI =0.706

P.E CONCRETO2.45421P.E AGUA15.- SISMOFSV1 =0.42FSV2 =2.16FSV3 =4.914FSH1 =8.4FSH2 =43.2FSH3 =98.286.-EFECTO HIDRODINAMICO DEL AGUA =0Cm =0.732I =2H =4342h =0.1YY/HCEPEF =(PE1+PE2)I/2M00.0000.0000.000--20.0470.1440.6170.61725.935140.0930.2190.9421.56062.388360.1400.2821.2112.15381.807580.1860.3361.4462.65695.6267100.2330.3851.6563.102105.4619120.2790.4291.8473.503112.09511140.3260.4702.0203.867116.01413160.3720.5072.1794.199117.56915180.4190.5402.3234.501117.03217200.4650.5712.4544.776114.63319220.5120.5982.5725.026110.57021240.5580.6232.6795.251105.02123260.6050.6452.7745.45398.14825280.6510.6652.8585.63290.10527300.6980.6822.9315.78881.03729320.7440.6962.9935.92371.08031340.7910.7083.0446.03760.37133360.8370.7183.0856.13049.03835380.8840.7253.1166.20237.21037400.9300.7293.1376.25325.01139420.9770.7323.1476.28412.56741431.0000.7323.1486.2956.29542101.2072178.013F =98.279M =1740.4517.-FACTOR DE SEGURIDAD AL VOLTEOMOMENTO ACTUANTE VOLTEOMFH =13251.167M =13500MF =30.344MSISMO =1799.280MFHID =2178.013MACTUANTE =30758.804MOMENTO FUERZAS OPUESTAS VOLTEOMW1 =35897.4FSV =1.1670609902

EJERCICIO 3SOLUCION41.-F. HIDROSTATICAFH =1195.605tn042.- PESO PROPIOW1 =364.8tn48.96W2 =469.44tnW3 =633.6tn383.-SUB PRESION =586.8tn

4.- IMP. OLAL. EMBALSE3.2kmVEL. VIENTO15m/s

Hs =0.594FI =0.706

P.E CONCRETO2.48412P.E AGUA15.- SISMOFSV1 =1.824FSV2 =2.3472FSV3 =3.168FSH1 =36.48FSH2 =46.944FSH3 =63.366.-EFECTO HIDRODINAMICO DEL AGUA =10.01Cm =0.666I =2H =48.947.9h =0.1YY/HCEPEF =(PE1+PE2)I/2M00.0000.0000.000--20.0410.1210.5910.59128.311140.0820.1840.9001.49168.438360.1230.2361.1562.05690.253580.1640.2821.3812.537106.2937100.2040.3241.5842.965118.2869120.2450.3621.7693.352127.04911140.2860.3961.9383.707133.07813160.3270.4282.0954.033136.72015180.3680.4582.2394.334138.24117200.4090.4852.3724.611137.85719220.4500.5102.4944.866135.75221240.4910.5332.6065.100132.08923260.5320.5542.7085.314127.01425280.5730.5732.8015.510120.66327300.6130.5902.8855.687113.16229320.6540.6052.9605.845104.63131340.6950.6193.0265.98695.18433360.7360.6313.0846.11084.93135380.7770.6413.1336.21773.98037400.8180.6493.1746.30762.43639420.8590.6563.2066.38050.40041440.9000.6613.2306.43637.97443460.9410.6643.2466.47625.25845480.9820.6653.2546.50012.3504748.91.0000.6663.2556.5096.50947.999.4332706.743F =114.678M =2309.5237.-FACTOR DE SEGURIDAD AL VOLTEOMOMENTO ACTUANTE VOLTEOMFH =19488.362M =9388.8MF =34.507MSISMO =2519.328MFHID =2706.743MACTUANTE =34137.740MOMENTO FUERZAS OPUESTAS VOLTEOMW1 =21724.416FSV =0.636

EJERCICIO 4SOLUCION41.-F. HIDROSTATICAFH =1053.405tn062.- PESO PROPIOW1 =84tn45.925W2 =440.64tnW3 =982.8tn

3.-SUB PRESION =688.5tn

4.- IMP. OLAL. EMBALSE3.2km14VEL. VIENTO15m/s

Hs =0.594FI =0.706

P.E CONCRETO2.45421P.E AGUA15.- SISMOFSV1 =0.42FSV2 =2.2032FSV3 =4.914FSH1 =8.4FSH2 =44.064FSH3 =98.286.-EFECTO HIDRODINAMICO DEL AGUA =0Cm =0.732I =2H =45.944.9h =0.1YY/HCEPEF =(PE1+PE2)I/2M00.0000.0000.000--20.0440.1380.6340.63428.458140.0870.2100.9661.60068.636360.1310.2701.2412.20790.276580.1740.3231.4822.724105.9487100.2180.3701.6993.182117.4099120.2610.4131.8963.596125.49411140.3050.4522.0773.973130.72113160.3490.4882.2424.319133.45215180.3920.5212.3944.636133.97117200.4360.5522.5324.926132.51119220.4790.5792.6595.192129.27021240.5230.6042.7745.434124.42823260.5660.6272.8795.653118.14525280.6100.6472.9725.850110.57227300.6540.6663.0556.027101.85129320.6970.6813.1276.18292.11631340.7410.6953.1906.31881.49633360.7840.7063.2436.43370.11835380.8280.7163.2866.52858.10237400.8710.7233.3196.60445.57039420.9150.7283.3426.66132.63941430.9370.7303.3506.69326.10142105.3702540.285F =111.646M =2110.5327.-FACTOR DE SEGURIDAD AL VOLTEOMOMENTO ACTUANTE VOLTEOMFH =16117.097M =13770MF =32.390MSISMO =1902.096MFHID =2540.285MACTUANTE =34361.867MOMENTO FUERZAS OPUESTAS VOLTEOMW1 =36024.408FSV =1.0483833011